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    Vertical Uplift Resistance of a Group of Two Coaxial Anchors in Clay

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 003
    Author:
    Jyant Kumar
    ,
    Jagdish Prasad Sahoo
    DOI: 10.1061/(ASCE)GT.1943-5606.0000599
    Publisher: American Society of Civil Engineers
    Abstract: The vertical uplift resistance for a group of two horizontal coaxial rigid strip anchors embedded in clay under undrained condition has been determined by using the upper bound theorem of limit analysis in combination with finite elements. An increase of undrained shear strength of soil mass with depth has been incorporated. The uplift factor
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      Vertical Uplift Resistance of a Group of Two Coaxial Anchors in Clay

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/62392
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    contributor authorJyant Kumar
    contributor authorJagdish Prasad Sahoo
    date accessioned2017-05-08T21:47:25Z
    date available2017-05-08T21:47:25Z
    date copyrightMarch 2012
    date issued2012
    identifier other%28asce%29gt%2E1943-5606%2E0000615.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62392
    description abstractThe vertical uplift resistance for a group of two horizontal coaxial rigid strip anchors embedded in clay under undrained condition has been determined by using the upper bound theorem of limit analysis in combination with finite elements. An increase of undrained shear strength of soil mass with depth has been incorporated. The uplift factor
    publisherAmerican Society of Civil Engineers
    titleVertical Uplift Resistance of a Group of Two Coaxial Anchors in Clay
    typeJournal Paper
    journal volume138
    journal issue3
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000599
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 003
    contenttypeFulltext
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